Characteristics of impact caused in shorter span bridge by train passing at speed of 100 km/hr were studied; data of field tests on span girders having span length less than 30 m are analyzed and theory of impact factor presented in which kinetic energy, strain energy, and dissipation function are determined by expanding deflection of bridge into Fourier series and put into Lagrange equation of motion. (see also Int Ry Congress Assn -- Monthly Bul v 42 n 2 Feb 1965 p 121-6)


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    Titel :

    Impact on railway bridges


    Weitere Titelangaben:

    Tokyo, Ry Tech Research Inst -- Quarterly Report


    Beteiligte:
    Ohchi, Y. (Autor:in)


    Erscheinungsdatum :

    1964


    Format / Umfang :

    4 pages


    Medientyp :

    Report


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :


    Impact on railway bridges

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